Construction of all civil work and e and m work of pratap nagar pumping

Construction of Distribution System, CWRs, Feeder Main, Service CWRs,and Electrical & Mechanical Work etc under (pratap nagar) Pumping Water Supply scheme

Feeder Main Earth work in Excavation in all type of soil for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches.

Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading including testing of pipe samples etc complete. G.I. Pipe as per IS 1239 'Medium Class' (Class B) 25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks (600x600)

SITC of Bulk water meter , Iron body steel cap Bulk water meter 50 mm

SITC of Bulk water meter Box

Clear Water Reservoir For Small CWRs in Rural Areas Supply of all materials, labour, T&P etc and construction of R.C.C. CWR (M-20) of following capacities ( in kilolitres ) withM.S. ladder outside & inside of the tank,M.S.M.H. cover with locking arrangement, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder ,M.S.M.H. cover, with steel shuttering etc. complete with approved water proofing (apex) enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MTM2.The Cost of CWRs of corresponding capacities has been given in Rupees 3 KL

Distribution Network & Related Components Earth work in Excavation in all type of soil for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches.disposal of surplus earth as per direction of site incharge .

Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading including, testing of pipe samples etc complete. G.I. Pipe as per IS 1239 'Medium Class' (Class B) 15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Constructing BPT as per type design complete

Protection work Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, and royalties etc. for pipe line works.

House Connections Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 7 mtr length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works. 15 mm

CARTAGE Cartage of pipe and special, cement and steel from Rail Head to site of work and local cartage complete for works related to production of water.

JJM Sign Board with LOGO

Road Reinstating (P.C.C.) Construction of Un-reinforced , Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, Coarse and fine aggregate conforming to IS: 383, (Restoration of Road for pipe laying work). maximum size od coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges. steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes , compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

E&M Works at Pumping Stations (Only Pump & Motar) Intake well SITC of Energy Efficient Centrifugal pump with discharge capacity 1950 LPM, Head 30 mtr., RPM 2900 and motor of suitable capacity for this pump ,with the following specifications:- Suction Casing materials – CI, Casing – WCB, Stage Casing – CI, Impeller – SS-AISI410/CF8M, Shaft & Sleeve – SS-410.

MPS SITC of Energy Efficient Centrifugal pump with discharge capacity 1950 LPM, Head 409 mtr., RPM 2900 and motor of suitable capacity for this pumpwith the following specifications:- Suction Casing materials – CI, Casing – WCB, Stage Casing – CI, Impeller – Bronze, Shaft & Sleeve – SS-410.

IPS 1 SITC of Centrifugal pump with discharge capacity 1700 LPM, Head 434 mtr., RPM 2900 and motor of suitable capacity for this pumpwith the following specifications:-Suction Casing materials – CI, Casing – WCB, Stage Casing – CI, Impeller – Bronze, Shaft & Sleeve – SS-410.

IPS 2 SITC of Centrifugal pump with discharge capacity 700 LPM, Head 457 mtr., RPM 2900 and motor of suitable capacity for this pump with the following specifications:- Suction Casing materials – CI, Casing – WCB, Stage Casing – CI, Impeller – Bronze, Shaft & Sleeve – SS-410.